Tender For Construction Of Balance Work Of Foundation, Sub Structure, Super Structure, Main Approach Road And Protection Work At Gomti River Bridge Devarghat In Distt Sultanpur., 1 Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 6.50m dia. Well. Depth of water 4.0 m and height of island 4.5 m.-1200 2 Providing and laying cutting edge of mild steel for well foundation complete as per drawing & technical specifications - 1900 3 Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 a. Well Curb in M-25 Garde 4 Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 Well Steining in M-30 Grade 5 Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 False Steining in M-30 Grade 6 Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200. Bottom Plugging in M-25 Grade 7 Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 Intermediate Plugging in M-25 Grade 8 Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 Well Cap in M-30 Grade 9 Supplaying, fiting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing & technical specifications -1600 10 Sinking of 6.50m external diameter well through all typs of streta commonly sandy, clayey soil and rock as shown against each case complete as per drawing and & technical specifications depth of sinking is reckoned from bed level- 1200a. Sandy Streta 0.00m to 3.00m 11 b. Clayey Streta 3.00m to 10.00m 12 c. Clayey Streta 10.00m to 20.00m 13 d. Clayey Streta 20.00m to 30.00m 14 e. Clayey Streta 30.00m to 40.00m 15 e. Clayey Streta 40.00m to 50m 16 Sand Filling in Wells complete as per Drawing and Technical Specifications.1207 17 Temporary Steel pile Bridge 1st Season 18 Temporary Steel pile Bridge 2nd Season 19 Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications -1500, 1700 & 2200Pier (R.C.C. Grade M-35) Height upto 5.00m 20 Pier (R.C.C. Grade M-35) Height 5.00m to 10.00m 21 Abutment Column (R.C.C. Grade M-30) Height upto 5.00m 22 Pier Cap (R.C.C. Grade M-35) Height 5.00m to 10.00m 23 Abutment Cap (R.C.C. Grade M-30) Height 5.00m to 10.00m 24 Bearing Pedestal (R.C.C. Grade M-40) Height 5.00m to 10.00m 25 Seismic Arrestor (R.C.C. Grade M-40) Height 5.00m to 10.00m 26 Back Wall & W/ Wall (R.C.C. Grade M-30) Height 5.00m to 10.00m 27 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications - 1600 & 2200 28 Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomeric confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomeric elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and approved Technical Specifications. 2000 & 2200 29 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification 1500, 1600 & 1700a. Main Beam in PSC M-45 Grade (Above 10.00m Height) 30 c. Deck Slab in M-40 Grade (Above 10.00m Height) 31 b. X-Beam in M-45 Grade (Above 10.00m Height) 32 d. Crash Barrier in M-45 Grade (Above 10.00m Height) 33 e. Parapet Wall in M-30 Grade (Height 5.00m to 10.00m) 34 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications 1600 35 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications-1800 36 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications-2702 37 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.-2600 38 Drainage Spouts complete as per drawing and Technical specification 2705 39 PCC M15 Grade in leveling course below approach slab complete as per drawing and Technical specification 2700 40 RCC M-30 Grade in approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500,1600, 1700 & 2704 41 Providing, fitting and fixing G.I. Pipe railing complete as per drawing and technical specifications - 2703.2 & 1900 42 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. -800 43 Construction of Embankmentwith Material obtained from Borrowpits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 305. (MoRT&H Standard Data Book Item No. 3.16) 44 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 45 Cement Treated Base: Providing, laying and spreading Material on a Prepaired sub base, cement @ 4% by weight to the spread Material manually mixing in piace with rotavator and compacting with the road roller a O.M.C. to achieve the desired unconfined compressive strength and to form a layer of Base (MoRT&H Standard Data Book Item No. 4.1) 403 46 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ( 5.4) 47 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects(5.5) 48 Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (MoRT&H Standard Data Book Item No. 5.1) 49 Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Standard Data Book Item No. 5.2) 50 Brick Soiling 51 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (MoRT&H Standard Data Book Item No. 8.13) 52 Proding and fixing Sign Board 53 Providing K.C. Drain on Both Side 54 Providing Chute Drain @ 25.00 m interval (Average Length 10.018 m) 55 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation .As per MORTH specification no 305 56 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 57 Providing and laying stone boulder pitching on appron and toe laid over dry bed including boulder as per drawing and Technical specifications MoRTH Spec.2504 58 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per centextra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification of Morth 2503
